EXAMPLE 11. MASONRY WITH THE EQUAL FRAME METHOD

PARADEIGMA 11: " MASONRY M.I.P." 13 Especially for a Static Elastic analysis scenario, whether EC-8_General or EIA ( EC- 8_Greek Elastic ), the multipliers of the inertial quantities (within the Members) defined here will be taken into account in the first analysis of the Pushover involving permanent and mobile loads with default values those prescribed by EC8. There are separate options within the Membersfor Concrete and M.I.P. The parameter " Active stiffness " concerns the way of calculating the stiffnesses of the elements of the structure. The first step of the inelastic analysis calculates the intensive quantities from the permanent and mobile loads of the structure. The stiffnesses taken into account for these magnitudes are multiplied by the coefficients specified in the scenario parameters in the ' Members ' option. For the M.I.P. masonry, the Home is always taken regardless of the from option.